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Performances of the IDA procedure are demonstrated with pile-oscillation measurements carried out on 155Gd in the pool type reactor MINERVE CEA Cadarachee, France).
The Incremental Dynamic Analysis (IDA) procedure was utilized with an ensemble of 44 scaled historical ground motions to construct structural and nonstructural fragility curves for various performance objectives.
For the damage assessment, it is found that the Cloud analysis lead to fragility curves similar to those derived through the IDA procedure.
For reflecting the record-to-record (RTR) variability, the Incremental Dynamic Analysis (IDA) procedure was utilized within the Performance-Based Earthquake Engineering (PBEE) methodology.
The control design exploits the Hamiltonian nature of the system to be controlled and it is based on the so-called interconnection and damping assignment (IDA) procedure.
To bridge this gap, the current research puts forth an approximate two-component IDA procedure on the basis of a bidirectional energy-based pushover (BEP) analysis.
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To achieve this objective the electromechanical system is firstly transformed into the general port controlled Hamiltonian form and, then, the IDA design procedure is applied to synthesize the stabilizing control law.
To achieve this goal, the mechanical system is firstly transformed into the general port controlled Hamiltonian form and, then, the IDA design procedure is applied to synthesize the stabilizing control law.
We then derive a discrete controller following the IDA-PBC procedure.
Moreover, it can be employed in the selection of a limited number of records among a large number of records to use them in the exact IDA (record selection procedure).
Since CI-IDA is a computer-intensive procedure, the simplified method creates a direct connection between the results of SPO and CI-IDA analyses.
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